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Home My WebLink About[1] 2017.02968.CE.C300.GP-C300,h ,6 � 5 ,0 , ,� ^� , e : roi��i.� mh i 9 h � 0 +� +0� � w�a.��soF I UNI: , o ��MEN, ,� a� il OI NW - � - _ �s, C� 0'SE .� .__ _________. oIL ^n' � ii �9 �TC 861 41 �i 6 BC 86091 � i m o" TC e" i i8C i �� TC �BE 0 BC 81 - - � Bo .... TC TRP I � .. BC T?P °- 2 � .,h� �° TC 081.85 BC 861.35 & � �9 �s� �j pb� TC 8fi3.43 - ' ieb a BC 862.93 STORM�SiR 102 1R:862.�8 i � '06 ' i ;�, � o � � � � � im � I , � i e� .v��- � `P �`a�i ��y � � � � ,e " '"" "' 859 853 ME I +0' STORM SiR 103-r TR:862.5] ia.� ii� � '�0-, i� � 0� 9F � p �- o ' �a� �`¢'0 �TC863.i 6 +� �: s e � e - o" �� C_CV.�. b629£ D-�Tn: O50' � 050 DF"T-: G.50' a - +0`� ' � 9y +0 � 864.03 k�� 863.53 � _ �_ - � � - �� 0� .-� ADA ENLARGEMENT DETAIL 2 % a5A (THIS SHEET) � ' : 0h., q�r �, h�' MTG: 864.00 �e 865.( ay9' � � � �� , � ��t b :.., _ 2 B60A2 859.92 859.69 _ _ 860.31 TC 85984 858.46fi � 860.06 859.93 - 960.42 --- 859.88 TC 860.29t ME pA ^ery '' T� 86 8 g �� BC 859.34 � 858.9 i.B60.56 859�82 � BC 859 ]93 ME � -- 859.41 . � •, 11111 � 959 ]5 o- I I I��i� I a° 59.Q 0a a e�' 8.4'..i �".; 860.45 859.91 859J] h TC 859.83 �y .,BC 8596 BS Y � `- 1 ---' �:� 868.92 860.32 85458 869.64 BC 85933 -� IIA�IdI�� .. 85995 '_ __ -__ ,�e�� a .. y. 5 .�. �_859.8] 0 859.82 a5' TC 859]6 �g�P' -. 0 �ee . t"0. �� - +-�-0a�8 '�e � a� + 0 6� - y � y BC 89926� �{V�= .' -dass. rs%_ . ' v-6 __ .__ __ � l��,. �i �,i 5�a z i , e AyA A y. � 5a' �y ya a7 y" 05 ee - o �"' � e" e n e� 0 5s \ +� e -e+ i , m� `m+,� _ ' � e � n . �&5e= �� n � � a�''. // - �, � §� / - � �jy � _ r _�� 1� eso-� �„ �� e'.I�i / � v 9•° 9•°� , / � ir�srR qzoca000asaoz � � �I'� I a.E�.o�a�, .. naga Inlet � STORM STRUCTURE DATA TABLE NOTE: ALL CASTINGS SHALL BE LABELED "DUMP NO WASTE-DRAWS TO WATERWAY" SiR. N0. STRUCNRE / CASTING TYPE T.O.R. MCOMING PIPE DATA OOTGOING PIPE �ATA OUTGOING OUTGOING OUTGOING CONNECT TO REMARKS (DIRECTION) [FROM STR] (DIRECTION) [TO S1R] PIPE LF. PIPE 9ZE GRADE (%) SiRUCT mo rne "c" Mnrvxaic / R-azea-av ee2.is iY xca ese.�e (w9 pm] 182' 12' 0.34R im 101 TYPE "C' IAANHOLE / R-d286-BV 8620d 14' RCP 85021 (E) [100] 15" RCP 85821 (5117 [102] 1pB' 1S 0235 102 102 TTPE "C" MANHOL£ / F-32%-BV 96248 15 FCP BS].96 (NE) [101] 1B' RCP BSJ.96 (5) [103] 90' 18' 020A IOd 103 TTPE "C" MANHOLE / R-3285-BV B62.SJ 18" RCP BSJJB (N) [102] 21' RCP 85]JB (E) [104] 1B9' 21' 020R 104 1a4 T19E "C" MANHIX£ / R-36)2 963D5 21' RW BSZCO (Yn [103] 21' RCP BSZlO (E) [105] 163' 21' a.TOA IDS 105 IYPE "C" MANHOLE / R-3Q2 863.08 21' RCP 85].OJ (W) [104] 24' RCP 85J.OJ (S) [tOfi] 16' 24' 020R 106 1W A�UASWRL UNIT (AS-)) B62.W 2C RCP BSJ.04 (N) [105] 24" RCP BSJA4 (5) [10)] 18' 26' 0.225 10J tOJ 24" CONCREIE END SEC110N - 2C RCP BSZ00 (N) [tp6] 200 18" CONCRETE END SEClION - 18' RW BSJ.00 (5) [301] J3' 18' O.00R 201 241 1B" CONCREIE EN� SECTON - 18' RW 85J.00 (N) [200] 300 OUItEi CCNIPOL SIROCTIRE B80F5 24 RCP 858d5 (SE) [l01] 9�' pq" 0.18R 301 REiER TO AIEEi L901 fOF DETNLS 301 24" CONCREiE EN� SECiION - 2C RCP 856.18 (N'h� [300] PROTECIIVE SIGNNGE PROIECTI�E SGNAGE MIN. TOF OF BANK O 883.00 3.�� 9+ NATVE PLANlINGS aoeowc E�Ev.: aszai aoNoiyc,pePlr+,.4-59'.xiHc) -_____ � ' - . 864.83 ; � - �� _'� � � `t s = wdu ary �^ 06tr. 00 � , � Nf➢0: 266.00 ADA ENLARGEMENT DETAIL 1 (THIS SHEET) A � e� b� +0\ee e +qb � �, � 865.00 0 PON�ING DEPTH: I I i � O� � �� eb� TG Bfi3.82 A e"y, 5�I � ' , 0 �A� # + x+ �.r +I � I I I i;' i�°r �f sroau sm io ��. �< 863.3] TR:Bfi308 ' 8638� 883.88 TC 863.81 tFO��A.. ELEe: �363.91� n " BC 863.31 1�0AD VG OEPTII: OJ2 • o � I�- o STORM S1R 10fi `� 7C gfiy q� � N i';�� 063.39 � g iR:8fi2W _��. BC963.91 8632 863.52 0 . TC 864.02 i TC 864.�1 BC 86421 � ,�N BC 8G63.52 863.48 .. . W,. . so - 864.02 i 8.48 858 883.98 i 863. 86 .96 - I 863.8' •. �6"� 884.1 fi . � ' � i c� 864.21 "� I! + STORM STR 201 4' 864J6 '� � a-" i. TR 858,�9 _ �` '0 e6 0�� 864.50 �i +�++STORM 5TR 10]. � F, _� � ,. � aea.os .I + � �; +wv(N).as�oo m �� ry � ab MIN. TOP OF BRNK O 882.00 J,"� �,� (�=p�_ ry NAII`�E PLRNlINGS BOTfOM OF PONO o eszoo a 10.0' RELEA5E0 FOR CONSTRIICTI�N MINIMUM YAD1H Su6jec� �o compliance with all regula�ions ofS�a�eantlLocalCodes CROSS SECTION City of Carmel �0 SCALE P �un��\i lo•rvalM.�� DATE: 08�24�20 `�1, BOTf01A OF POND v� O 858.35 10.0' MINIMUM N1DTN SOUTH POND To ROSS SECTION � � � � � � � � � � � � � � � � � � � � Y. �9('.. . � e �,.xo� o�y I�t 86}B3 �� 56.3 v( BSfi.fie ) ./e� �e )-esa.ea ./e�o .esc�ca ( ).BSG6B Y�ry'y e) ass ez + �r.i.� :C_� a�ly _ - 1:]_ .652 MEr =�h �� II a 3P 0 9b bp? h 562.102 NE � o� 2 `� r j � � m`O �� i W I� a I� ry - �� i � 0 f I I _ � �� $iR 85 � � 0' 30' 60' �A�� SCALE: 1"=30' 717 Congressional Blvd. , Suite 300 Carmel, Indiana 46032 EXISTING LEGEND � AIR CONDIiIONER 4 SIGN � BEEHIVE INLET pOO� SANITARY MANHOLE e BUSH / l STUMP OO 0.EAN OUT e TELEPHONE HANDHOLE � WRB INLET v TELEPHONE MARKER SIGN Q DRAINAGE MANHOLE � TELEPHONE PEDESTAL � DOWN SPOUT ��j TRANSFORMER m ELECTRIC METER BOX y�,� TREE JE( ELECTRIC CRO55 BOX �O WELL � FIRE HYDRANT � WqTER VALVE t cRouNo ucNT e euRiEo E�EcrRic �wE �� GAS MEiER ohe OVERHEAp ELECiF21C LWE O enieairpN `o B�R�Eo `�BER o`T�` ��NE ■ STRUCTUREPOINT H GUV WIRE q BURIED GAS LINE � NLET t BURIED iELEPHONE LWE QL LID clv BUftIE� TELEVISION LME �Nc- w BURIED WATER LME {Y LIGHT POLE lr TOP OF RIM ELEVATION �im INVERT ELEVAiION � PWE ci CAST IRON PIPE POST cmpCORRUGATED METAL PIPE '/�sosnaaeiamStahon I��tl�anapous,intlanaa5ass b POWER POLE Pv< PLASTIC PIPE TEL3b50155B01FAXJb5d302i0 rcp REINFORCED CONCRETE wwwstmcmrepo�ccom l°J SPRINKLER CONTROL PIPE VALVE GRADING LEGEND ME NATCH EXISTING FL FLOWLWE BC BOTTOM OF CURB TC TOP OF CURB HP HIGH PqNT LP LOW 701NT 000 CONTOURS - o 0 0 �- SWALE TC 000.50 CURB ELEVATONS B� °°°°° CARMEL MEDICAL 000.00 saor e�evnnoNs ARTS PAVILION f FLOW ARROW �,� STORM SEWER LINE _ _ _ _ _ _ _ PA�EMENT UNDERDRAIN �pQ STRUCNRES 3 �� Rioce �iNe 12774 N. MERIDIAN ST. "`- �`-""" CARMEL,INDIANA � 100-VEFR FLOOD ELEVAlION EMERGENCY ROOD ROUTING PATH BENCHMARK DATA ('88 Eaium) BM 839 ��o�,`��F,V N SCF�� CIXJCZSVATCHSBASE; B NCHES BELOW THH LEVEL OFFTHE � 0�'Qp,G�STE/yf,OC�n'c� RAILROAD TRACNS; 2 YAROS EAST Of iHE EAST RAIL; ] ;: NO. � RAILS SOUTH OF 111TH SiREET; 10 RAILS NORhi OF THE = j��OOOBZ '*= CROSSING OF THE INDIANA RAILROAD; 11.5 RAILS NORTH = R -- OF MILE POST B 1]0; 2 MILES SOUTH OF iHE STATON � $Tp7E pF W' ALONG THE RAILROAD. � O : 4�: STAMPEO "V 42 1934". ''�F �NDIANP G��• �v = e3e az �'��S��ONAL„Ea"° q51 l6M 20 CHISELED "X" ON NORiHEA$T BOLT FIRE H1DRnNT; t20' WEST OF � FRONTAGE ROAD TO U$ 31 AND t60' $OUTH OF � ENTRANCE TO MIDWEST FERTLITY SPEpALISTS. e�v = aszss FIED BY q51 TBM 85 MAG SPIKE E. SIDE UTILItt POLE �'HMI 99]5: f60' EAST ISSUANCE INDEX OF US 31 EAST SHOULDER EXIT RAMP NEAR SW CORNER oF PRoaERn. DATE: ELEV = 958.69 08109/2019 PROJECT PHASE: PERMITTING LOWEST ADJACENT GRADE (LAG): ELEVATIIXJ OF hiE LOWEST GRAOE ADJACENT TO A STRUCNRE, WHERE SOIL MEETS iHE FOUNDATON AROUND THE OUTSIDE OF RiE STRUCTURE QNCWDING SiRUCNRAL MEMBERS SUCH AS BASEMENT WALKOUT, PATI05, DECKS, PORCHES, SUPPORT POSTS OR PIERS, AND RIM OF THE WINDOW WELL) MINIMUM 2-FEET NO�: ABOOE THE MAJOR FLOOD SOLIRCE OR MAJOR FLOOD ROUTE, STORM SEWER SYSTEM IS PRNAIE. 2-FEET ABOVE T1E SPILLWAY ELEVAPON OF THE DETENTION FACILITV, ANO 1-FOOT ABOYE THE LOCAL FLOOD SOURCE OR LOCAL FLOOD ROUTE. GENERAL NOTES: MINIMUM R00� PROIECPON GRqDE (MFPG): MININUM LAG ELEVA➢ON FOR THE FlNISHED FLOIXi ELEVAPON (FFE) OF 1. CONIRACTOR SHFLL PROIECT AND NOT DESiROY 1HE ALL STRUCNRES FRONTING A POND OR OPEN DITCH TO BE PROPERTY CORNER MONUMENT$ DURING CONSIRUCPON. NO LE55 THAN 2 FEET ABOVE ANY ADJACENT 100-YEAR LOCAL OR REGIONAL FLOOD ELEVATIONS, WHICHEVER IS 2. CONTRACTOR TO VERIFY LOCATION. SRE AND DEPTH OF GREATER, AND 12-INCHES ABOYE ADJACENT ROADWAY FOR EXIS➢NG UTILITIES PRIOR TO COMMENQNG ANV ALL VANDOWS, DOORS, PIPE ENTRANCES, 1NNDOW WELLS, AND CONSTRUC➢ON. CONTACT ENGINEER IF VARIA➢ON E%IST'. ANY OTHER STRUCTURE MEMBER WHERE FLOODWAlERS CAN ENTER A BUILDING. 3. SEE SHEET C002 GENERAL NOTES FOR MORE INFORMATION. DRAINAGE SUMMARY u cnurioN �� THE SIIE DRAMS NA SHEET FLOW, HDPE AND RCP TO A PROPOSED WAIER QUALITY iHE LOCATONS OF ALL EXISIINC IIN�ERGROUN� UTp11ES SHO`hN SiRUCNRE THAT PROVIDES WAIER OUALITY iREA1MENT PRIOR TO DISCHARGING TO ON 1HIS PL1N ARE BASED I1PON ABOVE GROIIN� ENDPlCE INiERCONNECTED DRV PONDS LOCAIED AT THE EASIERN EDGE OF THE OOERALL SI1E. (induCing, Eut nol IimileE to, manholes, inbts, valves, anE marks OVERNLL ONSIiE �RAINAGE AREA t295 qC. maEe upon the g�ounE by others) AND ARE SPECULAIIVE IN OVERALL OFFSITE DRAINAGE AREA t0.00 AC. NANRE 1HERE MAY AL50 BE OiHER EXISIING UNDERGROUND U➢LITIES FOR RHICH hiERE IS NO ABOVE GROUND ENDENCE OR 10-1R ALLOWABLE RELENSE RATE S44 CFS ppp µ�ryICH NO ABOVE GRWND ENDENCE WAS OBSER�ED. TIE 10-VR POST-0EVELOPED RELEASE RATE (5.25' ORIFlCE) [STAGE] 5.42 CFS [859.12] EXACT LOCAilONS OP SA10 E%IS11NG UNOERGRWND U1ILITES SHALL BE VERIFIFD BY iHE CONiRACTOR PRIOR TO ANY AND ALL 100-VR ALLOWABLE RELEASE RAIE 8.48 CFS CqJ51RUCTON. 100-1R POST-�EVELOPE� RELEASE RATE (525"h6J" ORIFlCE) [STAGE] 8.38 CFS [841.63] CALL TOLL FREE �EIENPON VOWME REpUIRED Q26 AC-FT 811" OR 1-800-382-5544 „«,,.,,,,, „��,� oo,.�.�� ,..e .,. �. - INDIANA UNDERGROUND - Project Number 2017.02968 GRADING PLAN C300